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Resistance Factor of Caisson-Tip with Internal Fillet for Suction Caissons Penetrating into Clay
《China Ocean Engineering》2023年第3期525-532,共8页WU Yu-qi LI Da-yong ZHANG Yu-kun ZHANG Yu LI Shan-shan 
financially supported by the National Natural Science Foundation of China (Grant No.51879044);the Youth Foundation of Shandong Natural Science Foundation (Grant No.ZR2020QE258);Qingdao Postdoctoral Applied Research Project (Grant No.ZX20220202);SDUST Research Fund (Grant No.2015KYJH104)。
This paper presents failure mechanisms of the soil at the caisson-tip with fillet during suction-assisted penetration of suction caissons in undrained clay.Theoretical solutions of resistance factor N_c of the caisson...
关键词：suction caissons suction-assisted penetration internal fillet resistance factor undrained clay 
Undrained Bearing Capacity of Spudcan Under Combined Loading被引量：2
《China Ocean Engineering》2011年第1期15-30,共16页王立忠 舒恒 李玲玲 国振 
supported by the National Natural Science Foundation of China(Grant No. 50779061)
The bearing capacities of spudcan foundation under pure vertical （/1）, horizontal （H）, moment （M） loading and the combined loading are studied based on a series of three-dimensional finite element analysis. The ...
关键词：soft clay SPUDCAN bearing capacity combined loading finite element 
Tapered Suction Caissons:A Numerical Investigation into Their Pull-out Performance被引量：5
《China Ocean Engineering》2009年第4期695-707,共13页M.Zeinoddini J.Keyvani M.Nabipour 
Suction caissons have been widely used as anchors and foundations for floating and fixed offshore platforms. The pull-out performance of conventional suction caissons （with upright walls） has been investigated by a ...
关键词：suction caisson pull-out capacity numerical study upright caisson tapered caisson offshore structure sand clay drained UNDRAINED 
Estimation of Undrained Bearing Capacity for Offshore Soft Foundations with Cyclic Load被引量：18
《China Ocean Engineering》1998年第2期213-222,共10页Wang, JH Liu, YF Xing, Y Di, HM 
This project was financially supported by the National Natural Science Foundation of China(No.59679018)
The degradation strength of soils under cyclic loading is studied and a method for determining the cyclic degradation strength with cyclic triaxial tests is given in the paper. Furthermore, a dum my static method for ...
关键词：offshore engineering soft foundation soil dynamics bearing capacity cyclic load 
Estimation of Axial Pile Bearing Capacity According to Shear Strength Parameters of Soil被引量：1
《China Ocean Engineering》1997年第2期235-242,共8页Yu, XD Yan, SW Sun, WH 
At pesent, it is very popular to estimate pile bearing capacity by use of empirical formula and physical indexes of soil provided in the design codes for civil construction in China. This paper attempts to apply mecha...
关键词：axial pile bearing capacity consolidated-undrained shear strength index test pile skin resistance tip resistance 
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